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Home My WebLink About322 Kays Landing Dr 17-1318; GARAGE DOORIR r'' EE I MAY - 5 2017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 1,500.00 Job Address: 322 KAYS LANDING DR SANFORD, FL 32771 Historic District: Yes No 0 Parcel ID: 34-19-30-520-0000-0890 Residential 0 Commercial Type of Work: New Addition Alteration Repair M Demo Change of Use Move Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE Plan Review Contact Person: CHARLES MERINO Phone: 3212848290 Fax: 8772250658 Name HIDAYAT JEMY F & JUWITA IRMA Street: 322 KAYS LANDING DR City, State Zip: SANFORD, FL 32771 Name WILLIAM WALDEN Street: 244 OBRIEN RD City, State Zip: FERN PARK FL 32730 Name: Street: City, St, Zip: Bonding Company: Address: Title: INSTALL MANAGER Email: CMERINO@PRECISION DOOR. NET Property Owner Information Phone: 407-620-1516 Resident of property? : YES Contractor Information Phone: 321-284-8290 Fax: 877-225-0658 State License No.: CRC1330671 ArchitectlEngineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 7 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5"' Edition (2014) Florida Building Code Q,^/ Revised: June 30, 2015 Permit Application w NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 46, 05/04/17 q,'. h Signature of Owner/A ent Date Signature of Contractor/Agent Date ac. WILLIAM WALDEN X Print Owner/Agent's Name Print Contractor/Agent's N o 04/17 n O M Signature of Notary -State of Florida Date Signature of Notary -State of lorida Date Z n 4 Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or, .._d' Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: I& Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BuILIDING PERMIT Min Max Ins ection Descri tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our . Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: p --7 fGA' ELECTRICAL PER14'IiIT Min Max Insiection Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Mays Inspection Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Min Marc ins action Descn°i tioan Mechanical Rough Mechanical Final mina Max InnsEectionn ][escn-n tionn Gas Underground Gas Rough Gas Final REVISED: June 2014 Property Record Card bald Parcel: 34-19-30-520-0000-0890 Owner: HIDAYAT JEMY F & JUWITA IRMA Property Address: 322 KAYS LANDING DR SANFORD. FL 32771 Parcel Information Value Summary Parcel 34-19-30-520-0000-0890 2017 Working 2016 Certified Values Values Owner HIDAYAT JEMY F & JUWITA IRMA Valuation Method Cost/Market Cost/Market Property Address 322 KAYS LANDING DR SANFORD, FL 32771 Number of Buildings 1 1 Mailin 322 KAYS LANDING DR SANFORD, FL 32771 W _-- Depreciated Bldg Value $210,676 $197,539 Subdivision Name KAYS l._ANDING PHASE 2 Depreciated EXFT Value Tax District S1 SANFORD Land Value (Market) $52,000 $45,000 DOR Use Code 01 SINGLE FAMILY Land Value Ag Exemptions 00-HOMESTEAD(2008) JusilMarketVaiue'" $262,676 $242,539 Portability Adj r._. 60 60 Save Our Homes Adj $64,879 $48,810 600 Amendment 1 Adj .................... P&G Adj $0 $0 M- Assessed Value $197,797 $193,729 I Tax Amount without SOH: $4,048.00 2016'1'ax Bill Arncunt $3,070.00 Tax Estimator Save Our Homes Savings: $978.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 89 KAYS LANDING PHASE 2 PB 69 PGS 44 - 44 r' PRECISION DOOR SERVICE OF CENTRAL FLORIDA HIDAYAT, JEMY Sales Order Date: 05-04-17 244 OBRIEN RD 322 KAYS LANDING DR Technician: Chris Salcido FERN PARK, FL 32730 SANFORD, FL 32771 Work Order#: 3532135 407)583$351 407)620-1516 Sales Order# 02314445 Contractor Number CRC1330671 Part # Description Quantity Unit Price Ext Price Tax 148852 Garage needs to be cleared out to behind the opener for new door/opener installation 1 0.00 0.00 N 169946 City Permit 1 125.00 125.00 N SANFORD 163246 Enduring Collection 1 0.00 0.00 N 24 GAUGE STEEL 159173 12 inch Radius Track 1 0.00 0.00 N 159175 Torsion Spring Assembly 1 0.00 0.00 N 159189 16x7 Garage Door 1 1717.00 1717.00 N 159199 Enduring 100 Non Insulated 1 0.00 0.00 N HEAVY-DUTY EXTERIOR STEEL - DURABLE, RELIABLE, LOW MAINTENANCE 159202 Short Panel Design 1 0.00 0.00 N Lifetime Warranty on Hardware 1 0.00 0.00 159211 Lifetime Warranty on Paint finish 1 0.00 0.00 159212 True White Color 1 0.00 0.00 159223 Short Gass top panel 1 0.00 0.00 N SHORT GLASS TOP PANEL 159230 Cathedral Window Insert 1 0.00 0.00 N AVAILABLE IN SHORT OR LONG PANEL) 151296 Precision Door Service Premium Upgraded High Cycle Parts' 1 0.00 0.00 N Compared to Industry Standards 6890 5 1/4" Stem 2" Nylon Sealed Bearing Roller 10 15.95 159.50 N Precision Nylon 2" Diameter 5 1/4" Shaft 13-bb Sealed Nylon Roller w/Dust Cap 6963 Torsion Cable set 8'6 1 89.95 89.95 N 8'6" 118 7x19 Torsion Cables 9074 End Bearing Plate RH 1 59.95 59.95 N End Bearing Plate w/Flange and bearing right hand 45061 End Bearing Plate LH 1 59.95 59.95 End Bearing Plate w/Flange and bearing left hand 45057 10' PDS Drum - RH 1 59.95 59.95 N Precision Cable Drum 10' Right Hand 45058 10' PDS Drum - LH 1 59.95 59.95 N Precision Cable Drum 10' Left Hand 6908 Center Bearing Plate LHRw/Bearing 1 89.95 89.95 N Center Bearing Plate - Single Clipped Corners Continued... Part # Description QuantityUnit Price Ext Price Tax 45059 Spring Guard PDS Torsion Spring Warning Guards 2 0.00 0.00 N 132883 Double Car Garage Door Install 1 0.00 0.00 N 109283 New Door Spring Price Discount Only to be used at new door installation's* 1 0.00 0.00 N 135595 Operator Reinforcement Bracket for Wind Loaded Garage Doors Bracket displaces the pull from the garage door opener across the entire center style, preventing garage door panel failure in the event of a unbalanced garage door system. 1 79.95 79.95 N 152377 Lifetime Warranty on All Labor 1 0.00 0.00 N 8749 Limited Lifetime Warranty on Hardware Installed Limited Lifetime 1 0.00 0.00 N 109268 Package Savings 1 789.10 789.10 N 6928 8' -16' Torsion Shaft Galvanized Tube Shaft 1 129.95 129.95 N 156052 150 off New Garage Door 1 150.00 150.00 N 100604 Angie's List 5%off total invoice *Angie's List website* CAN BE COMBINED WITH OTHER COUPON*** 1 92.00 92.00 N 109271 Customer Discount 1 100.00 100.00 N SUBTOTAL FOR 16X7 $1,500.00 Taxable Subtotal 0.00 NonTaxable Subtotal 1,500.00 Sales Tax (0.0%) 0.00 Invoice Total: 1,500.00 Total Payment: 300.00 Balance Due: 1,200.00 Additional Information 4- LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 05-04-17 1 hereby name and appoint: Thomas Beesing an agent of: Precision Door Service Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 322 KAYS LANDING DR SANFORD, FL 32771 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: William Walden N/A State License Number: CRC1330671 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 04 day of MAY , 20, V-4 , by William Walden who is EXpersonally known to me or o who has produced identification and who did (did not) take oath S Notary Seal) Print or type name Notary Public - State of Florida Commission No. My Commission Expires: Rev. 08.12) as CHARLES E. NIEkIM0 My COPJ,1MNSSEi`1.N # FF'340114 EXPIRES December 01, 2019 RECORD COPY Parcel: 34-19-30-520-0000-0890 Building No.: 1 Page No: 1. 0 VIEWED FOR CODE COMPLIANCE SF PLANS EXAMINER 5,4•f-7 DATE I'. FORD BUILDING DIVISION 01 7- 1 3 1 .8 A PEP!vu i ;JSUED SHALL BE CONSTRUED TO BE A i.I :'ct :SE TO PROCEED WITH THE WORK AND NOT AS 0;00p—DTOVIOLATE, CANCEL, ALTER OR SET 4S!;)k ANY OF THE PROVISIONS OF THE TECHNICAL isY'ES,•NOR SHALL ISSUANCE OF A PERMIT PREVENT"' HE BUILDING OFFICIAL FROM THEREAFTERREQUIRINGACORRECTIONOFERRORSINPLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Product Approval Specification Form Permit # Project Location Address 322 KAYS LANDING DR SANFORD, FL 32771 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding Sectional AMARR HERITAGE 1000 16X7 FL5302.13-R7 Roll U Automatic Other - OVERHEAD 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Ir Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature W Applicant's Name Please Print) June 2014 16 GA. GALW. RESIDENTIAL TOP ROLLER BRACKET ATTACHED V/(3) 1/4' x 3/4' HEX HEAD SCREWS PERDRACKE ee ADJUSTABLE ROLLER CARRIER ATTACHED W/ (2) 1/4' x 1/2' BOLT t NUT PER BRACKET TYP CAL TOP FIX 1N.TS. t 14GA DURASAFE CENTER HINGE ATTACHED 16 GA RESIDENTIAL W/ N) 1/4' 3/4' 2• TOP FIXTURE ATTACHED HEX HEAD SCREWS V/(3) 1/4' x 3/4' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED 0 V/(2) 1/4' x Ile BOLT AND NUTS 3' 20GA. STRUTS ATTACHED pq fe R (N60O t N6g0) V/ M 1/4' x 3/4' ® 24 GA SKIN (N950) HEX HEAD SCREWS AT EACH CENTER STILE - SEE PAGE 2 FOR OPTIONAL... :•.. GLAZED SECT) STRUT AND STILE LAYOUT S 1, TYPICAL DURASAFE CENTER HINGE N.T.S. S STILE STIFFENERS (5) LOCATED IN HINGE WILECS) ON TIP SECTION ONLY MOLES FOR SIR ATTACHIMENT CD IS REMIINED) z 0 0 TYPICAL STILE -STIFFENER rJ N.T.S. SEE TABLE 4 ON PAGE 3 1 Lj I d 1 L--SEE (TABLE 1) ON PAGE 3 FOR STILE PLACEMENTS Y FOR STRUT SPACING Is'-0' NA% VENTS PROVIDE so ti. INSIDE ELEVATION 62 sq. UN T L 3' 20GA STRUT F UNOBSTRUCTEDVENT) DF N.T.S pTTAC1E0 V/ 2) 1/4' X 3/4' EACH. AIR FLOW EACH HEX HEAD SCREWS AT END AND [ENTER TOBOTTOM BRACKETB 14 CA DURASAFE STILES END HINGE ATTACHED THICK ATTACHED V/(3) 1/4' X 3/4' W/ (2) 1/4' x 3/4' 8 HEX HEAD SCREWS 3' 20GA. STRUTS HEX HEAD SCREWS ATTACHED W/ (2) 14GA DURASAFE A' x HEX RHEADSCREWS AT ROLLER CARRIERS ATTACHED A OP EACH ENO STILE n TO END STILE V/ (2) 1/4' x 3/4' HEX HEAD SCREWS PER CARRIER D V 7-BALL STEEL OR NYLON 7-BALL STEEL OR NYLON SHORT STEM ROLLER BIT STEM ROLLERS TYPICAL DURASAFE END HINGE/ 1 N.T.S vj END HINGE 14 GA 3' x 20 GA STRUTS U PER EVEN NIUM RED SECTION SECTIONS 2. 4, 6 AND 8) 2) PER ODD NAR4BERED SECTION CSECTIONS 1, 3, 5 AND 7) 7 80TTDU BRACKET ATTACHED W/ (3) 1/4' H HEAD SCREWS C T. STEEL RETAINER W7CONT. TM SEAL S T10_N A A (SIDE MEW) N.T.S. TYPICAL BOTTOM BRACKET/ ,1 1 N.T.S. 2 1) 5/16' DIA x 1-5/8- LAG BOLT ATTACKED TO JAMB AT EA JAMB BRACKET 2 X 6 SYP OR SPY NO. 2 OR BETTER) 20 GA CENTER STILE 2' GALV. STEEL TRACK-/ 20 GA. V. STEEL ENO SRLE SPLICE x 5/8 TRACK THICKNESS .051' SPLICE BOLT ANAND NUT OR (2J RIVETS TRACK MOUNTING DETAIL N.T.S. rO 1F TWO (21 ROWS OF TENSE (31 I VENTS EDUALS 15 SO. INCHES OPTIONAL VENT DETAIL 6 THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE PATH THE PROCEDURE DESCRIBED IN ASTM E330 AND ANSI/DASMA 108. THE PRESSURES SHOWN ON THE DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE FOLLOWING PARAMETERS (5 FEET OF DOOR WIDTH IN THE END ZONE, ROOF AT ANY SLOPE): WIND SPEED (MPH) 142 1 129 122 117 112 EXPOSURE LEVEL B C C D D MEAN ROOF HEIGHT 30' 1 15' 25' 15 1 25' NILROR Of O c 1(AL wYH te'D' F-- DES(N LOADS® H14eA IBS/R SEE NONE 2 tea.+ Ins/HT SPECNCATIOHS AND NOTES SPLICE) CCTHROUGH) G T B J SPLICE TRACKS AT THIS LOCATI(N W/ (4) 1/4'-20 TRACK SPICE BOLTS a NUTS SECURE TO JAMB WITH (3) 5/16' DIA x 1-5/8' LAG BOLTS 1) 5/16' DIA R 1-5/e LAG BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 12 GA GAILY. STEEL JAMB BRACKETS ATTACHED W/ (1) IIV-20 TRACK SPLICE BOLT A NUT OR (2) RNNETS LSEE (TABLE 3) ON PAGE 3 SIDE FO( JAMB BRACKET SPACING TRACK CONnGURATION FOR 6'6' UP TO 14' TALL DOCKS N.T.S. I. ALL THE LOAD FRa1 — DMA 6 TRMSFEiREO TO TIE IM( L TRACK. TITROYE TRACK THE_ IS TRANSFERRED TO THE5,NT JAMBS THE A A . WAAOFA REW1 S NO PORTION 0( THE LDM Z E L YCAI AAMBS KEC MADNUM M" LOADS N: FT A —A LBS/TT 3 DOORS AND HMDNME MLL RE DEMNED, MWUFACTURED AND NSTAUED MTH STANDMDS AS SET FORTH BY DASMA. DOOR SECTIONS SHALL BE 23 GA WN. (.TINS-) Ra LcD FCKMHD UGHT cm., OUAUIY 5 SUPPORTING STRUCTURAL QJAENM SHALL BE DFSNlJED BY A REaSTRED PROFESRONAL d(ANEER FM MID LOADS RDICATFD ON MIS ORAWNG N VDIMM TO OTWk LOADNGS. G. PEED( TO TABLES ON THE PAGE 3 FOR ADOBCHAL DOOR _YHS AND THEIR DEStaN PRLSSIRES I IaY I DFSLt M OF IEYIAONS I DAIE [BY I DU MAX SIZE16' WIDTH l Nytre •VGENS<= '^9? 14' HEIGHT . ti: No 004V579 'i TX)IREIaroIr -1^ *e a I I LYTATOIe) c.;'• DESIGN LOAD ' ° ' _A 18.3 PSF E- ' OF -At a nus SyTEST27.5 PSF !>9 )j? 5 P' •%~Spiv31.2 PSF ,- FL 4rrjj:ri'fdf f'6'''Aa 2k122 10 CARRG E COURT VINSTEN-SALEN, NE. 2710 MODEL /850 OAK SUMMIT w/DureSefe MODEL $800 STRATFORD w/DuraSafe MODEL #950 HERITAGE w/DuraSafe Short, Long, Flush & Oak Summit Panels sa DMBN BY DU DALE WM/03 ERAIPC Kim B DELJOD BY AAE DArt a/mp3 IRC-6 )16-110-15 sFF 1 OF 3 I In x - FL53o2• 3- ( B 3' 20GA STRUT LOCATED IN THE MIDDLE Or GLAZED SECTIGJ ATTACHED V/2) 1/4, x 3/4' HEX )EAD SCREWS AT END AND CENTER STILES 13 e B 3' 20GA. STRUT LOCATED ON THE TOP AND BOTTOM OF GLAZED SECTION ATTEXACHEDWSAI/4' % 3/4' CENTERHEADSCREWSATENDANDCENTER STILES OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) B B e OPTIONAL LONG PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) LONG PANEL GIAZING OPTION AVARABLE ONLY ON DOORS 15% THROUGH Is'0 WIDE. DOORS LESS THAN 151 WIDE MUST USE SHORT PANEL GLAZING OR CLOSED SECTIONS _ WOOD JAMB ATTACHMENT TO STRUCTURE I IL X,E 11;61,3' LAG SCREWS STARTINGT6''FROM ENDS TH'IZAHrESTRUCTUREN24'O.C. (11/2' EMBEDMENT) NHMENT To PILTI2-6KWIK BOLT 3/8' XTIrALJAMBT4''STARTING 6' FRO4cENOS'THEN e4' O.C. (2 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/B' X 2-3/4' STARTING 6' FROM ENDS THEN 24' O.C. 4 1/4' EMBEDMENT) ITV/RAMSET REDHEAD (TRU-BOLT) 3/B' X 4' STARTING 6' FROM ENDS THEN 24' D.C. (2 1/2' EMBEDMENT) 2 % 6 VERTI AI AMH ATTACH.KNT TO HOI LV C-90 BLO['KSIMPS@l1/4' X 3' TITEN SCREVS STARTING 6' FROI ENDS, USE PAIRS OF FASTENERS 3' APART) AT 24' D.C. (1 1/2' EMBEDMENT) NILTI 1/4, X 2- 3/4' KWIK-COI II+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 24' OC. (1 1/4' EMBEDMENT) GROUT' NILTI SLEEVE ANCHGR 3/8'p % 2-3/4'STARTING 6' FROM ENDS THEN 24' U.C. (I 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK) LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. PREPARATION OF WOOD JAMBS BY OTHERS W00 CONCRETE HOLLOW BLOCK GROUTED BLOCK STRUCTURE STRUCTURE STRUCTURE STRUCTURE i 0m ZW — F I--- i— BI 1/2' MIN 2-3/4' MIN I-t/2' MIN 2X6 JAMB TYP. 3' MIN B ELI77/ ':' I OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYDUT> IB-1/B' 38-1/8' x' 3' r V -2 °] 10-5/8' 10-5/8' SHORT PANEL GLAZING FASTENER DETAIL N.T.S. LONG PANEL GLAZING FASTENER DETAIL N.T.S. GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING MEETS ASTM E1300-04 DearGFrome WINDOW FRAME OPTIONAL Deero INSERTSrWITHUVPROTECTIONWITHUVPROTECTION I MIN. 3/32- THICK SSB GLASS 1 11 p x A/4 PAN HEAD uw:ws FY R6M90i OF IiM306 AT [ lY1 9101tT PN1FL "ME MANE a (Ie) x /4' PAN fNDO ."r mim Mtn WAOU Ar EAriAi LONG vANF1 wN00A' MANE MOLDED INSIDE FRAME7 A SECTION B-B A°0EDd1°"µDa" R AVAILABLE TRACK CONFIGURATIONS N.T.S. Du MAX 512E 14 HOGHT i:-.`S57 it E 2 e -ODESIGNLOAD 18.3 PSF Ee ;,•J) ctT. 20.8 PSF TEST LOADS 27.5 PSF 2 r:.°•, 31.2 PSF U.',t,`° aNrFL 10 CARR]R E CCURT VINSTON-SALEM, N.C. 27105 MODEL #650 OAK SUMMIT w/DuraSafe MODEL #600 STRATFORD w/DuraSafe MODEL #950 REWAGE w/DureSafe Short, Long. Flush & Oak Summit Panel's DRAW BY DU 611E aplp3 pUWG R1R802 6WED BT AAE n.,, apT/m IRC7016-110-15 SIM 2ff3 TALI C 1 DOOR STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP HEIGHT A B C D E F G H I J K T 6' 6" 5 1/2" 181/4" 36 1/4' 431/2' 54 114" 67 1/2" 7' 51/2" 18 1/4" 39 1/4* 46 1/2" 60 1/4" 731/2' 7'6" 51/2" 151/4' 331/4" 40112" 51 1/4" 691/4" 76112" 88 112" 8' 51/2" 18 114" 361/4' 43 1/2' 54 1/4" 721/4' 791/2" 94112" 8' 6' S 1/2' 18 1/4" 39 1/4" 46 1/2' 60 1!4" 78 1/4" 85 1/2' 100 1l2' 9' 51/7 151/4" 331/4' 40112" 51 114" 691/4' 76 112* 871/4' 99" 9'6" 5112" 18 1/4" 361/4' 43 1/2" 54 1/4" 721/4' 791/2" 901/4" 1031/2' 10' 5 1/2" 18 1/4" 39 1/4' 46 1/2' 60.114" 78 1/4' 85 1/2" 96 1/4" 109 1/2" 10'6" 5 1/2" 18 1/4" 39 1/4' 46 1/2' 60 1/4" k781/4" 88 112" 102 1/4" 115 1/2' 11' 5 1/2' 18 114" 36 1/4' 43 1/2" 54 1/4' 79 1/2" 90 1/4" 108 1/4" 115112- 130 1/2" 11' 6" 51/7. 181/4" 39 1/4" 46 1/2" 60 1/4' 85 1/2" 96 114" 114 114" 121 112" 136 1/2" 12' 5 1/2' 18 114" 39 114" 46 1/2" 60 1/4" B8 112' 102 1/4" 120 1/4" 127 1/2" 142 112" 12' 6" 5 112" 18 114" 36 1/4' 43 1/2" 54 1/4" 79 1/2" 90 1/4- 108 1/4" 115 1/2" 126 1/4" 139 1/2" 13' 5 1/2" 18 1/4" 39 1/4" 46 1/2" 60 1/4" 85 1/2' 96 1/4" 114 1/4' 121 1/2" 132 1/4" 145 112" 13' 6" 5 112" 18 1/4' 39 1/4" 46 1/2" 60 1/4' 88 1/2' 102 1/4" 120 1/4' 127 1/2' 138 1/4"1511/214' 5112" 18 1/4" 39 1/4" 46 1/2' 60 1/4" 88 1/2' 102 1/4' 123 1/4' 130 1/2" 144 1/4" 157 1!2" TABLE 2 HEIGHT TABLE 3 DOOR TRACK ATTACHMENT SPLICE HEIGHT A 8 I C I D I E F G S 6' 6" 10" 38" 58" 70" 7' 10" 38" 58" 76' 7' 6"- 4" 28" 52" 76" 82' 8' 10" 34" 58" 82" 88" 8' 6' 4" 28" 52" 76" 94" 9' 10" 34" 58" 82" 100" 9' 6" 4" 28" 52" 76" 100' 106" 10' 10" 34" 58" 82" 106' 112" 10' 8" 4" 28" 52" 76" 100" 118" 11' 10" 34" 58" 82" 106" 124" 11' 6" 4" 28" 52" 76" 100" 124' 130" 12' 10" 54" 58" 82" 106" 130" 136" 127. 4" 28" 52" 76" 100" 124" 142" 13' 10" 34" 58" 82" 106" 130" 148" 13' 6' 4' 28" 52" 76" 10Y 124" 148' 154" 14' 10" 34" 58" 82" 106" 130" 154" 160" ALL TRACK ATTACHMENT SPAMG +/-7 ALLOWED M1TN SyP OR SPF NO 2 OR SETTER oHLy mm iV O d' J EMSEL1= 11IIIIIIIE$M8•'7' smL a^'1•E 0® iL7l e•TL.d:flli:'di1L1:9ii1'Fd•1°J{@S5@I iLIL:"' z.'r'T L''SLFSS'Jfika'7 Panel Tyne I WY I oFw+PaaR 6 DEN W I DATE F I DJ ONLWIDDI AM UZI& OPDW MAX SIZE.._ `. 19 mDTH 14' HEIGHT - .".. $:, +1 r @•i>79 s DESIGN LOAD 18. 3 PSF`'^ 20. 8 PSF 3i '^ : P": ::'T.,-' TEST LOADS 2 ®- Q„•,..,,. ^(, i?s y; 27. 5 PSF EE' 31.2 PSF FL fp 7`YD9.'ititt', <° 165 CWW6 COURT VINSTN-SN-EN. N.C. M05 MODEL 850 0AK SUMMIT w/DuraSafe MODEL #600 STRATFORD w/DuraSafe MODEL #950 HERITAGE w/DuraSafe Short. Long. Flush & Oak Summit Panel's 5 gtAMl BY DJ I DATE 04/07/T8 DUM10 MAMA B ao3D a AE wE a/m/m IRC-6016-110-15 SIM3D 3